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HomeMy WebLinkAbout1061 BUENA VISTA WAY; ; CBR2024-3005; PermitBuilding Permit Finaled Residential Permit Print Date: 06/25/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Un its: 1061 BUENA VISTA WAY, CARLSBAD, CA 92008-1448 BLDG-Residentia l Work Class: 1552511600 Track #: $80,441.49 Lot#: Project#: Plan#: Addition Bedrooms: Bathrooms: Construction Type :VB Orig. Plan Check#: Occupant Load : Plan Check#: Code Edition: Sprinkled: Project Title: Description: DINITTO: 406 SF MASTER BEDROOM AND LAUNDRY ROOM ADDITION Applicant: GEORGE GILLI 2404 BROADWAY SAN DIEGO, CA 92102-2022 (619) 306-2289 FEE BUILDING PLAN CHECK Property Owner: DINITTO PROPERTIES INC 264 CARLSBAD VILLAGE DR CARLSBAD, CA 92008-2915 BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) 581473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION TIER 1 -Medium BLDG SWPPP PLAN REVIEW TIER 1 -Medium Total Fees: $2,969.56 Total Payments To Date: $2,969.56 Permit No: Status: (city of Carlsbad CBR2024-3005 Closed -Finaled Applied: 11/15/2024 Issued: 01/08/2025 Finaled Close Out: 06/25/2025 Final Inspection: 06/09/2025 INSPECTOR: de Roggenbuke, Dirk Melby, Paul Kersch, Tim Contractor: SOUTH POINT BUILDERS CORPORATION 120 E AVENI DA CORNELIO SAN CLEMENTE, CA 92672-3205 (949) 374-6072 Balance Due: AMOUNT $893.10 $204.00 $107.00 $4.00 $1,374.00 $10.46 $292.00 $85 .00 $0.00 Please take NOTICE that approval of your project Includes t he "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32 .030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Fa raday Avenue, Ca rlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov (._ City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 ·· FOR CITY USE ONLY Plan Check No.: __ _ PC Deposit: __ _ ·oate: __ _ This form shall be completed to initiate a residential building permit application. The building permit application is not a building permit. No work shall start until a building permit is duly issued. Job Address: 1061 Buena Vista Way Unit#: ____ .APN: 155-251-16-00 Description of Work: Master bedrm +laundry rm addition (406 s.f.) Project Valuation: $_7_5~,5_6_0 ____ Is there an active code enforcement violation on this site? D Y iii N Are Planning permits required?: D Y iii N Case File Nos.: ______________ _ Please indicate the type of application(s) requested and provide the applicable information: II New SF: Living SF, _4_0_6 ___ _,c• Deck SF, ____ ___,_. Patio SF,-------'-· Garage SF,-----" Is this to create a new ADU/JADU? DY I!!!! N. New fireplace? DY I!!!! N. II Remodel: _S_0 _____ SF of affected area. Is the area a conversion or change of use? DY I!!!! N. D Pool/Spa: ______ SF. Additional Gas or Electrical Features? ____________ _ □ Solar: ____ KW, ____ Modules. Mounted: □ Roof □ Ground. Tilt: DY □ N. RMA: DY D N. Battery: D Y D N. Panel Upgrade: D Y D N. Electric Meter Number: ____________ _ II Plumbing, Mechanical, Electrical: _N_e_w_b_at_h_ro_o_m ____________________ _ D Other: __________________________________ _ APPLICANT (PRIMARY CONTACT): Name: George Gilli Address: 2035 Broadway City: San Diego State: CA Zip: 92102 Phone: (619) 306-2289 Email: geogilli@yahoo.com DESIGN PROFESSIONAL: Name: ______________ _ Address: _____________ _ City: _______ State: __ Zip: __ _ Phone: _____________ _ Email: ______________ _ State License: ___________ _ PROPERTY OWNER: Name: Dinitto Properties Address: 264 Carlsbad Village Dr City: Carlsbad State : CA Zip: 92008 Phone: (760) 213-1691 Email: hello@264fresco.com CONTRACTOR: Name: South Point Builders Address: 120 E Ave Cornelio City: San Clemente State: .Q_ Zip: 92672 Phone: (949) 374-6072 Email: southpointbuilders@gmail.com CSLB License#: 879281 Class: B --- City Business License#: _______ _ Billing Party: D Applicant D Property Owner D Contractor D Other: ______________ _ Page 1 of4 re v 11/24 (_ Ci~of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION FOR CITY USE ONLY Plan Check No.: ------ PC Deposit: _____ _ B-1 Date: ____ _ This form shall be completed to initiate a residential building permit application. The building pe rmit application is not a building pe rmit . No work shall start until a building permit is duly issued . Unit#: ___ .APN: \S!..-2S-\-\~ ... 00 Job Address: 10'4,l 0vt,M. V ~V,... \,Ut---ef' Description of Work: ~A!Ji~~-~~-~------------------------ Project Valuation:$ C\S"-Is there an active code enforcement violation on this site? Are Planning permits required?: ~ D N Case File Nos.: _____________ _ Please indicate the type of application(s) requested and provide the applicable information: ~ew SF: Living SF, ?:7f? . Deck SF, . Patio SF, . Garage SF,----~ Is this to create a new ADU/JADU? DY D N. ~emodel: ______ SF of affected area . New fireplace? DY □ N. Is the area a conversion or change of use? DY □ Pool/Spa: ______ SF. Additional Gas or Electrical Features? ___________ _ □ Solar: ____ KW, ____ Modules. Mounted: □ Roof D Ground. Tilt: □ Y □ N. RMA: □ Y □ N. Battery: □ Y □ N. Panel Upgrade: □ Y □ N. Electric Meter Number: ___________ _ ~lumbing, Mechanical, Electrical: ------------------------ □ Other: ________________________________ _ APPLI : Name:......,::,,L......;=..:..._~---~-~--- Add DESIGN PROFESSIONAL: Name: _____________ _ Address: -------------City: ______ State: __ Zip: __ _ Phone: -------------Em a i I: _____________ _ State License: __________ _ Name: -,~~~~1;1o=:-'--T"~--'-+' .......... ~~~~- Address: City: ----==~.1..!.....L..Ll.:~-• • __._,____; Phone : 16O-::::Z\ ·\<6°1 ! Email: _____________ _ CONTRACTOR· Name:~ Po\v(\~,\~s ~ Address: l'21u e-. f,,g,,,Jh.,., Cor-n~ City$"-" ~L State: CA-Zip: q '2..<t~ Phone : 4."l'\• • 0 Email: ~-~ • tol'Y'\ CSLB License #: ------ City Business License #: ~l:t-?e>ool ------ Billing Party: □ Applicant ~operty Owner □ Contractor D Other: _____________ _ Page 1 of 4 rev 11/24 The construction, addition, or alteration of buildings is governed by the California Contractors License Law (commencing with Business Professions Code section 7000). The law has an exemption that allows a person who is not a California Licensed Contractor to construct a single-family residential structure and engage in home improvements and repairs, provided they meet certain requirements. (Form B-61 provides information about the requirements t hat apply to Owner-Builders makes you aware of your responsibilities and possible risk you may incur by having a permit issued to an Owner-Builder.) Perm its for multi-family projects are on ly to be issued to California Licensed Contractors. Refer to Form B-16 for other frequently asked questions. APPLICANT (PROPERTY OWNER, CONTRACTOR, OR AGENT) CERTIFICATIONS: CHEC~ ~ / I/We certify that I/we a legal right, interest, or entitlement to the use of the property that is the subject of this application. I/We understand that State law mandates the Applicant to provide an estimated value of all work proposed (B-29 form). I/We hereby certify the construction valuation provided is accurate and includes all proposed work such as all structural work, finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, labor costs, and all permanent equipment and systems. ✓If the valuation is underestimated, the permit may be denied, unless the Applicant can show detailed estimates to meet the approval of the Building Official. If the Applicant is not the Property Owner, both the Property Owner and Applicant (authorized Contractor or authorized Agent of the Property Owner/Contractor) must sign below. By signing this ✓declaration, the Property Owner authorizes the Applicant listed in this application to act as the Property Owner's Agent on all matters before the city pertaining to development on this property. I/We understand that State law requires construction to be done by a Licensed Contractor and the Property Owner mJ!Yapply for an Owner-Builder permit under an exemption from the law. i!1' A. If the Contractor is the Applicant, the License Contractor Declaration on page 4 must be completed. D B. If the Applicant is an Owner-Builder, an Owner-Builder affidavit is required and must be submitted (Form B-61). The city will not issue a building permit until this form has been submitted. The License Contractor Declaration on page 4 does not need to be submitted. We have read this application form in its entirety and reviewed the building permit application and the information I/we have provided is true and correct to the best of our knowledge. Grade lines as shown on drawings accompanying this application are assumed to be correct. This certifies that the description of the project and all the plans and supporting documentation; including the location and labeling of all existing and proposed buildings, structures, access roads, and utilities and easements; are accurate in all material respects as of the date when made. I/We understand that it is my responsibility to ensure that statements and representations are not misleading. I/We agree to promptly remove, correct, or add information as needed to correct any misleading or materially inaccurate information. I/We understand that any misstatement or omission of the requested information or of any information subsequently requested might be grounds for rejecting the application, denying the application, suspending or revoking a permit issued on the basis of these or subsequent representations, or for the seeki ng of such other and further relief as deemed app ropriate by the City of Carlsbad . If a digital submittal is made or required, I/we certify that the submitt al package includes digital files that follow the city's electronic submissions standards.) Fa ilure to submit correctly formatted ele ctro nic files may result in the submittal being returned, which will de lay intake and /or review. Page 2 of 4 rev 11/24 ~We certify that I am (we are) aware of all permit requirements and will not willfully deviate from the approved plan. I/We agree to comply with all applicable city and county ordinances and state laws relating to building construction. I/We assume full responsibility for the satisfactory completion of all work authorized under the permit(s), including work performed prior to assuming control. After construction begins, I/we understand that a height certification, pad certification, or boundary certification may need to be submitted to the Building Inspector, when required . I understand that a building permit application will expire If a permit has not been issued/obtained within one year from the application date (original filing date), unless an extension of time has been granted (Form B-25). With some limited exceptions, if a building permit application expires and there ✓is interest in proceeding with the same project, a new application will be required and the project will be subject to new fees and regulations that are in effect at the time the new application is submitted . After submitting the application, the Billing Party designated as part of the application will be sent future city invoices for above referenced building permit(s). I understand that if a permit fee or development impact fee refund is issued, the check will be mailed to the financial responsible pa rty the actual person or company that paid the invoice). If the information on file for the financially esponsible party is outdated or inaccurate, it must be corrected before the refund can be sent. Form -49B may be completed to update the financially responsible party's contact information. /We agree to waive, release, and discharge the City of Carlsbad ("City") and its officers, elected or appointed officials, employees, volunteers and agents (the "Indemnified Parties") from all claims and demands, rights and causes of action of any kind with respect to the building permit application, the purpose of which is to challenge, attack set aside, void, modify, or annul the approval or denial of the application, or the processing thereof, except liabi lity caused by the Indemnified Parties' sole negligence or willful misconduct, in which case the indemnity received by the city shall be reduced by the amount: (a) that the city's active negligence contributed to the liability on a comparative basis; or (b) such other amount as may be required by law. This obligation is effective without reference to the existence or applicability of any insurance coverages which may have been required by city or any additional insured endorsements which may extend to Indemnified Parties. Property Owner(s) and Applicant, on behalf of themselves and all parties claiming under or through them, waive all rights of subrogation and contribution against the Indemnified Parties while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed, regardless of any prior, concurrent or subsequent passive negligence by the Indemnified Parties. By signing below, I acknowledge that I have completely read, understand, and agree to the declarations above and accept II terms set forth herein. (This section must be signed by both parties if not the same individual.) Date:_J • -'--j _· _? O_?._Jti ___ Date: ------------ Page 3 of 4 rev 11/24 ' .. CONTRACTOR CERTIFICATIONS: License Contractor Declarations mmencing with section 7000) of Division 3 of the Business and Professions Code, and the license is full force and effect. ARN ING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE L OR CODE, INTEREST, AND ATTORNEY'S FEES. Place a check mark next to the e workers' compensation coverage that applies. Check only one (A), (B), or (C): A. I have and will maintain a certificate of consent to self-insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section ~ 00 the Labor Code, for the performance of the work for which this permit is iss d. B. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit . My workers' compensation insurance carrier and policy number are: C. I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I sha II forth with comply with those provisions. ere by affirm under penalty of perjury that there is a construction lending agency for the erformance of the work for which this permit is iss Civil Code section 3097). If not using a nstruction lending agency write N/A: Lender:-'"-'-'......._......_ ______________ _ nderstand that I will need a current Carlsbad business license to obtain the building permit. By signing below, I acknowledge that I have completely read, understand, and agree to the declarations above and cept •~h herein. I· (}_~«!'Jr-oate: ___ , _____ L----l ___ _ Si FOR CITY USE ONLY Receipt Acknowledgement: ____________ _ Date: _________ _ BUILDING STAFF Page 4 of 4 rev 11/24 PERMIT INSPECTION HISTORY for (CBR2024-3005) Permit Type: BLDG-Residential Work Class: Addition Application Date: 11/15/2024 Owner: DINITTO PROPERTIES INC Issue Date: 01/08/2025 Subdivision: SUNNY SLOPE TRACT POR OF Status: Scheduled Date 04/30/2025 05/14/2025 06/09/2025 Closed -Finaled Expiration Date: 11/10/2025 IVR Number: 60143 Address: 1061 BUENA VISTA WAY CARLSBAD, CA 92008-1448 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Status 04/30/2025 05/14/2025 Checklist Item Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS BLDG-27 Shower 283356-2025 Passed Dirk de Roggenbuke Pan/Tubs Checklist Item COMMENTS BLDG-Building Deficiency BLDG-16 Insulation 284951-2025 Passed Dirk de Roggenbuke Checklist Item COMMENTS BLDG-Building Deficiency Insulation certification received BLDG-Final Inspection Checklist Item 284824-2025 COMMENTS Partial Pass Dirk de Roggenbuke BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 5/14/25 8-59 received 5/14/25 expansion tank for water heater needed. Waterhammer arrestor needed Water heater TPV discharge piping needed 5/14/25 front patio cover to be added to JADU plan set 5/14/24 garage GFCI needed 06/09/2025 BLDG-Final Inspection Checklist Item 287123-2025 COMMENTS Passed Dirk de Roggenbuke BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Complete Passed Yes Complete Passed Yes Relnspection Incomplete Passed Yes No Yes Yes No Passed Yes Yes Yes Yes Yes Complete Wednesday, June 25, 2025 Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2024-3005) Application Date: 11/15/2024 Owner: DINITTO PROPERTIES INC Permit Type: BLDG-Residential Work Class: Addition Issue Date: 01/08/2025 Subdivision: SUNNY SLOPE TRACT POR OF Status: Scheduled Date 03/21(2025 03/24/2025 Closed -Finaled Expiration Date: 11/10/2025 IVR Number: 60143 Actual Inspection Type Start Date Inspection No. Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS BLDG-SW-Inspection Checklist Item 278770-2025 COMMENTS Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Inspection Status Failed Address: 1061 BUENA VISTA WAY CARLSBAD, CA 92008-1448 Primary Inspector Reinspection Passed Yes Yes Yes Yes Yes Dirk de Roggenbuke Re inspection Passed No No Yes Yes Has trash/debris accumulated 3/14/25 remove empty paint cans from No 03/21/2025 03/24/2025 throughout the site? ROW Are portable restrooms 3/14/25 contractor to move out of ROW properly positioned? Do portable restrooms have secondary containment? BLDG-17 Interior 279253-2025 Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency VIP BLDG-34 Rough 27937 4-2025 Electrical Checklist Item COMMENTS BLDG-Building Deficiency BLDG-SW-Inspection 279585-2025 Passed Tim Kersch Passed Dirk de Roggenbuke Partial Pass Dirk de Roggenbuke No Yes Passed Yes Passed Yes Reinspectlon Wednesday, June 25, 2025 Inspection Incomplete Complete Complete Incomplete Page 2 of 3 I Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2024-3005) Permit Type: BLDG-Residential Work Class: Addition Application Date: 11/15/2024 Owner: DINITTO PROPERTIES INC Issue Date: 01/08/2025 Subdivision: SUNNY SLOPE TRACT POR OF Status: Closed -Finaled Expiration Date: 11/10/2025 IVR Number: 60143 Address: 1061 BUENA VISTA WAY CARLSBAD, CA 92008-1448 Scheduled Actual Inspection Type Date Start Date 01/13/2025 01/13/2025 BLDG-21 Underground/Underflo or Plumbing Checklist Item Inspection No. Inspection Primary Inspector Status 273116-2025 Passed Paul Melby COMMENTS TEXT BLDG-Building Deficiency NOTES Created By Shawn Huff Jason 949-374-6072 01/23/2025 02/26/2025 03/14/2025 01/22/2025 BLDG-11 273851-2025 Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS 02/26/2025 BLDG-83 Roof $heating, 277182-2025 Exterior Shear (13, 15) Checklist Item BLDG-Building Deficiency BLDG-13 Shear Panels-HD (ok to wrap) COMMENTS Passed Paul Melby Passed Dirk de Roggenbuke BLDG-15 Roof Sheathing-Reroof 2/26/25 add existing building to permit or new permit for reroof of existing structure BLDG-SW-Inspection Checklist Item 277302-2025 COMMENTS Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? 03/14/2025 BLDG-84 Rough Combo(14,24,34,44) 278623-2025 Partial Pass Dirk de Roggenbuke Passed Dirk de Roggenbuke Wednesday, June 25, 2025 Reinspection Inspection Passed Yes Created Date 01/10/2025 Passed Yes Passed Yes Yes Yes Complete Complete Complete Reinspectlon Incomplete Passed Yes Yes Yes Yes Yes Yes Yes Complete Page 1 of 3 December 13, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Addition Address: 1061 Buena Vista Way Applicant Name: George Gilli Applicant Email: geogilli@yahoo.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R3/U Occupant Load: NI A Type of Construction: VB Sprinklers: No Stories: I Area of Work (sq. ft.): 383 sq. ft. The plans have been reviewed for coordination with the pennit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, True North COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Penn it No: CBR2024-3005 True North No.: 24-018-1048 True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: I. 2. Drawings: One (1) copy dated November 4, 2024, by Amgad Samwel Benjamin. Structural Calculations: One (I) copy dated November 13 , 2024, by Amgad Sam we I Benjamin . The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 rBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. We have enclosed the above noted documents bearing our review stamps for your use . Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Selena Saleh -Plan Review Engineer QA/QC Review By: Alaa Atassi -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 True ·orth ',r COMPLIANCE SERVICES Transmittal Letter Decem her 2, 2024 City of Carlsbad Community Development Depaitment -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Addition Address: 1061 Buena Vista Way, Carlsbad CA Applicant Name: George Gilli Applicant Email: geogilli@yahoo.com FIRST REVIEW City Permit No: CBR2024-3005 True North No.: 24-018-1048 True North Compliance Services, Inc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated November 4, 2024, by Amgad Samwel Benjamin. 2. Structural Calculations: Electronic copy dated November 13, 2024, by Amgad Samwel Benjamin . Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Scope of Work: Floor Area: Notes: NIA Confirmed Confirmed Confirmed Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely , True North Compliance Services Review By: Selena Saleh -Plan Review Engineer QA/QC Review By : Alaa Atassi -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 Residential Addition 1061 Buena Vista Way December 2, 2024 Plan Review Comments HARD COPY -RESUBMITTAL INSTRUCTIONS: City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 2 Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). Corrected sets can be submitted as follows: TWO corr e., Carlsbad, CA 92008, ( 442) 339-27 I 9. The city will route the plans to True North, Planning and Land Development Engineering Departments (if applicable) for continued review. Note: [f this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i .e., 2021 IBC UMC, UPC and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specifications, or calculations show the required infom,ation. Your complete and clear responses will expedite the re-check. D . Where applicable, be sure to include the architect and engineer's stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735 . This item will be verified prior to plan approval. E. If you have any questions regarding the comments below, please contact Alaa Atassi via email alaa@tncservices.com, or telephone (562) 733-8030. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: ???(Provide This Information) NIA TyJJe ofConstruction: V-B Sprinklers: No Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FffiST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 3 Stories:. Area of Work (sq. ft.): 383 sq. ft. ARCHITECTURAL COMMENTS: A I. On the cover sheet, please address the following: a) Provide the following per CRCRJ 06.J. 1: i) Specify the Occupancy Group -(e.g., R-3/U for Single Family Dwelling) ii) Number of Stories. iii) Provide the Designer's information. +(----<!Added to Proj. info 2/T.S. l b) List all HERS inspection features and special features required. Please coordinate with the Energy Report. ~----------------------lNote added to plans under "Engergy T-24 report" to 1/A.2 A2. Add the following notes onto the plans: ( !Notes added to 1/A.2 A3. a) The bathtub and shower floors and walls above bathtubs with installed shower neads and in shower compartments shall be finished with a nonabsorbent surface. Such waJI surfaces shall extend to a height of not less than 6 feet above the floor. CRC R307 .2 b) Gypsum boards shall not be used where there will be direct exposure to water, or in areas subject to continuous high humidity. CRC R702.3.7.1 Kindly Note on plans: Notes added to 1/A.2 i) Wher.e new construction or electrical work occurs, the smoke alarms and c n monoxide alarms shall be interconnected and hardwired per CRC R314.4, R314.5, R315.2.4 and RJ] 5.2.5. ii) Smoke alanns shall be listed in accordance witll UL 217. CRC R3 l 4. l. l iii) Carbon monoxide alarms shall be listed in accordance with UL 2034. CRC R315 .1 . I iv) Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. CRC R314. l.l anQ R3 l 5.1. l A4. Separation is required between the dwelJing and the garage. Kindly revise the plans to provide the following, information: a) Specify the walls separating the dwelling and the garage to be provided with ½" minimum gypsum board applied on interior side. CRC R302.6. See floor plan keynote #21 Sheet A.2 Residential Addition 1061 Buena Vista Way December 2, 2024 ' I . . I , ' ' walls with lt1t m board applied o See floor plan keynote #21 Sheet A.2 City of Carl sbad-FIRST REVIEW City Permit No.: CBR2024-300 5 True North No.: 24-018-1048 Pae 4 .:...u b) Specify openings between the garage and the residence to have a 20 .. minute fire-rating (or a solid wood door not less ffian -378" th1clffiess) ana be equi_i:meo witfi self-closing and self-1atching devi~es. CRC R302.5. l. i) Q11 :Qlans, specify Door D05 to be 20-minµte fir~-rated d9ors and equipped with se]f- cldsing and self-latcliing evices. CRC'"R.302.5.1. Note on 1/A.2 by the window. Also, see Wndow Schedule notes 5/A.4 I AS. For the remodeled BEDROOM 1 window 01 is considered as emergency escape and rescue openings. Please specify the bottom of the clear opening to be not greater than 44 inches, measured from the floor. CRCR310.2. C. PROPOSED WEST ELEVATION A6. On sheet A.2, kindly address: a) Revise the smoke alarm to be located at least 3 feet from the entry door to the bathroom containing a bathtub/shower. CRC R314.3.3 . Dimension added + note added to legend 1/A.2 Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page5 added exhaust fan on plan, keynote 27 and legend. 1/A.2 b) Specify an exhaust fan in bathroom. Bathrooms contain bathtub, shower, or tub/shower combinations require an exhaust fan. CRC R303.3.l. please see window schedule remarks + notes 5/A.4 c) Specif)' safety glazing (i.e. tempered g]ass) in the following locations per CRC R308.4.3: Dimension added to floor plan + new keynote #26 d) i) .Glazing in enc osures for batlitu.15 ors ower. ii) Glazing 1n windows measured .less than 60" from shower or t5athtub. iii) windows within 24" arc of tbe doors' edge, in a closecl position. RC 308.4.2 Provide a 3 ft minimum landing at the exterior side of exterior doors pet CRC R3 l l.3. Landing shall comply with the following: i) Landing elevation shall not be more than 1-½" lower than the top of the threshold. ii) Landing elevation shall not be more than 7. 75" lower than the top of the threshold where <loor does not ~wing over the landing. Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 6 iii) The slope of the landing shaU not exceed 2%. ·"'·~ t ' oil) ~;~ Specs + ESR# added 1 / A.3 :A 7. On sheet A.3 , please provide manufacturer, ICC ESR nunibef and underlaym~nt for new roofing material MECHANICAL COMMENTS: Added key note #27 1/A.2 Ml. Kindly Show the location o e bathroom _exhaust duct termination. Air ducts shall exhaust 3 '-0" from property line and 3'-0'' from openings into the building. CMC504.5. ELECTRICAL COMMENTS: NoteS added to 1/A.2 El. Kindly include the following notes' onto the plan: E2. a) All _120-volt., single phase, 15-and 20-ampere brancfi circuits sl).pplying outlets installed i'n dwelling unit kitcl}en~ family roonis • dining rooms, living rooms, parlors_._ libraries, dens, bedrooms~ sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shall be protected by a listed arc-fault circuit interrupter, combination-type, instaJJed to provide protection of the branch circuit. CEC 210.12 b) All 125-vglt, 15-and 20-ampere receptacle outlets s.hall be listed as tamper-resistant receptacles per CEC 406.12. Kindly specify a GFCI and waterproof receptacle outlet at the front and rear of the building per CEC 210.8~ 406.9{B), arid 210.52(E). ~--:~~~~~~~~~~~~~~~.=,---_Joutlets added to plans PLUMBING COMMENTS: Added key note #28 and Key note #29 1/A.2 1/A.2 Pl. Please revise the floor p an to provide a vehicle barrier ( e.g. bollard) between the water heater and the vehicular way '. CPC 507.13.1. P2. Please specify the following djmensions on fhe plaq for the water closets per CPC 402.5: a) Side clearances -15 ' from the centerline of the water closet to the walls. ~ See key note#1 O 1 /A.2 b) Front clearance -24'J in front ofrhe water closet. ~See key note#10 1/A.2 Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 7 P3. At showers, kindly address the following: a) Specify the shower stalJ to be 1024 sq diameter circle. CPC 408-:0 See key note#10 1/A.2 are inches minimum ana capable of encompassing a 30" See key note#11 1/A.2 P4. Specify the following for the outdoor shower: a) Specify the shower drain to connect to the sanitary system. b) Provide cover for outdoor shower drain to ensure storm water does not drain to the sewer. CPC 1101 .2. c) Provide a curb surrounding the shower or specify the surface outside the shower to sloped to drain away from the shower drain inlet. GREEN BUILDING COMMENTS: mandatory notes added: sheets CGM1 +2 G 1. CALGreen mandatory measures are required for residential projects that increase the conditioned space per CGBC301.l.1. a) Incorporate illandatory measures specified in Chapter 4 of the 2022 CGBC onto the plan set or aO\v!}Ioad tfie maoaatory c ecl<:Irst from file following linl<: https://aiacalifomia.org/learn-grow- .practi ce/practices/.calgreen-checkl ists/ Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page8 !Notes added to I ENERGY COMPLIANCE COMMENTS: ~------7__ 1/_A_.2 __ ___,_ Tl. On floor plan, kindly address the following comments: See key note#16 1/A.2 +added notes. a) Revise plan to show interior lighting fixtures that are not controlled by occupancx or vacancy sensors to be equipped wjth dimming controls.-CEnergyC 150.0 (K)(2)(F) Revise .Qian to show at least one luminaire in the oathrooms., garages, laundry rooms, walk-in closets, and utility rooms to be contro11ecl by a vacanc:x: sensor. CEnergyC 150.0(k)2(E) c) For exterior lighting, specify luminaires to be high efficacy and slia]) meet the following requirements) as applicable per CEnergyC J 50.0(k)(3t i) Controlled by a manual ON and OFF switcli that does not override to ON the automatic actions ofltems b) or c) below; and ii) Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours; or iii) ~ ~ Controlled by one of the following methods: (l) Photoconfrol and automatic time switch control. (2) Astronomical time clock. (3) Energy management control system. d) Revise plans to show exhaust fan and light fixture to be separately switched per CEnergyC 150.0(k)(2)(G). e) For recessed luminaries, specify fixtures to be listed for zero clearance insulation contact (IC) by UL or otber nationally recognized testing/rating laboratory. CEnergyC 150(k)(8). T2. Water heaters using gas or propane that serve individual dwelling units shall include the following per CEnergyC 150.0(n): a) A dedicated 240-volt branch circuit wifing shall be installed within 3 feet from the water heater and accessible to the water with no obstructions. The branch circuit conductors shall be rated at 30 amps minimum. The blank cover shall be identified as "240V'ready." All electrical components shall be installed in accordance with the California Electrical Code. b) The main electrfoal service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for future water heater instaJlation. The reserved space shall be permanently marked as' For Future 240V use." STRUCTURAL COMMENTS: General: SI. As the addition area is less than 500 square feet, a soil report is not required in accordance with City Form 864. Nevertheless, the fow1dation design shall adhere to the prescriptive construction requirements outlined below: a) Foundation construction shall be reinforced with at least four #5 reinforcing bars . Two bars shall be placed within four ( 4) inches of the bottom of a cleaned foundatio n footing and two bars shall be within four ( 4) inches of the top of the foundation. Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 9 b) i) Please modify the foundation details to specify a reinforcement of2#5 each way minimum placed within 4" bottom and top clear cover. Slab construction shall be a minimum five (5) inches thick, reinforced with #4 bars at eighteen (18) inches on center each way, over two (2) inches of sand over a minimum ten (10) ml. poly- ethylene vapor barrier and two (2) inches of sand over the barrier. i) On sheet S-3, please adjust the S.O.G to be 5" thick instead of 4". 4 • ll"{K CONC St.AS ON GRAOE W/ #4 0 1&~ O.C EA SE£ NOTE 120 I c) Isolated footings shall be tied with a grade beam. i) On the foundation plan, kindly include a grade beam at the foundation level to connect the proposed isolated footings. Ensure that a section is provided for the beam, detailing its size and reinforcement. Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page JO Plans: d) Design shall be based on CBC Table 1806.2 Material Class 5 and using a maximum 1,500 psf bearing capacity and 100 psf passive resistance. When exposed to sulfates, structural concrete should be based on a soluble sulfate exposure severity classification of"Severe" in accordance with ACI-318 Table 4.3 . I, and consist of 4500 psi , water/cement ratio of 0.45, and Type V cement for all concrete in contact with soil. i) On sheet S-1 , Please revise the concrete and foundation notes to align with the requirements mentioned above. S2. On sheet S-1 , please address the following: a) Revise the building codes to reference the 2022 editi on of the California Building Standards Code, instead of the 2019. Al.. b) Include the floor dead and live loads in the design criteria. coordinate with the structural calcs. Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 11 l or Dead Loads: DL = 1 psf. floor Live Loads: DL = 40 psf. 1/'<fl~ W.11.W 1 "" >---AA~ ~ (~ ,. 'H>! S3. On sheet S-3 foundation plan, please specify hold-downs for shear wall at gridline (D) as required per structural calcs. S4. Kindly provide an isolated footing schedule specifying the size and reinforcement of each proposed footing on plan. S5. On foundation plan, please specify the width of the new exterior footing. S6. Kindly Specify on the cover slieet "the truss package to be under a deferred submittal", otherwise provide the calculations package for the roof truss system to be reviewed, please provide a complete truss calculation package and address the following: a) Truss plans shall be submitted to the engineer of record or licensed architect for the overall building for review prior to submittal to the Building Division. The engineer of record shall provide a note on the truss plans or a shop drawing approval stamp stating that the truss plans are in general conformance with the design of the building. The plans submitted to the Building Division shall contain no red line revisions or corrections to the truss package. CRC R 106. l b) On the plan, please clearly specify/show drag loads for each drag truss. c) On the plan, please provide and identify gird er trusses. Residential Addition 1061 Buena Vista Way December 2, 2024 S7. On sheet S-5, for detail I: City of Carlsbad-FffiST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 12 a) Please dimension the embedment length of the dowels into the existing and new concrete. Dowels shall be a minimum of six (6) inches into the existing concrete and a minimum of 24 inches into the new concrete with number three (3) bars at 18 inches on center, each way as per city form 8-64 requirements. ~~S: . . ~~ --, ,,,..,. l Structural Calculations: S8. Kindly provide wind analysis for the new shear walls. Check code combinations per ASCE 7-16 Section 2.3 to determine the governing loads. Additional comments may follow. S9. Please include the design and analysis of the foundation plan. Additional comments may be generated accordingly. If you have any questions regarding the above comments, please contact Alaa Atassi via email alaa@tncservices.com, or telephone (562) 733-8030. [END] Residential Addition 1061 Buena Vista Way December 2, 2024 ENERGY COMPLIANCE COMMENTS: Tl. On floor plan. kindly address the following comments: City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 8 a) Revise plan to show interior lighting fixtures that are not controlled by occupancy or vacancy sensors to be equipped with dimming controls. CEnergyC 150.0 (K)(2)(F) b) Revise plan to show at least one luminaire in the bathrooms, garages. laundry rooms, walk-in closetc;, and utility rooms to be controlled by a vacancy sensor. CEnergyC l 50.0(k)2(E) c) For exterior lighting, specify luminaires to be high efficacy and shal l meet the following requiremems, as applicable per CEnergyC 150.0(k)(J): i) Controlled by a manual ON and OFF switch that docs not override to ON the automatic actions of' Items b) or c) below· and ii) Controlled by photocell and morion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours: or iii) Controlled by one of the following methods: (I) Photocontrol and automatic time switch control. (2) Astronomical time clock. (3) Energy management control system. cl) Revise plans to show exhaust fan and light fixture to be separately switched per CEnergyC 150.0(k)(2)(G). c) For recessed luminaries, specify 11xturcs to be listed for zero clearance insulation contact (IC) by UL or other nationally recogni zed testing/rating laboratory. CEnergyC I 50(k)(8). T2. Water heaters using ga. or propane that serve individual dwelling units shall include the following per CEnergyC 150.0(n): a) A dedicated 240-volt branch circuit wiring shall be installed wi thin 3 reet from the warer heater and accessible to the water with no obstructions. The branch circuit conductors shal l be rated at 30 amps minimum. The blank cover shall be identified as '·240V ready.'· All clect.rical components shall be installed in accordance with the California Elcctriral Code. b) The main electrical service panel shall have a reserved space to allow for the installation ofa double pole circuit breaker for future water heater installation . The reserved space shall be permanently marked as ··For Future 240V use.'' STRUCTURA\.L COMME~TS: General: SI. As the addition area is less than 500 square feel, a soil report i not required in accordance with Cily Form B64. Nevertheless. the foundation design shall adhere lo the prescriptive construction requ irements outlined below: a) Foundation construction shall he reinforced with at least four #5 rcinfon.:ing bars. Two bars shall be placed within four (4J inches of the bottom ofa deaned foundation footing ancywo bars shall be within four ( 4) inches of the top of the foundation. ~ /2..ov 1S -o...J\ ~ Ta . .► f Residential Addition 1061 Buena Vista Way Decem her 2, 2024 i) City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-J005 True North No.: 24-0 l 8-l 048 Page 9 Please modify the foundation details to specify a reinforcement of2#5 each way minimum placed within 4'. bottom and top clear cover. 5o,< #€sLv'iJ-).. ~fc.,l. \ -. ~ . ~ . ,, •• .,~-ff, :i. ll!lt' oc b) Slab construction shall be a minimum five (5) inches thick. reinforced with #4 bars al eighteen ( 18) inches on center each way, over two (2) inches of sand over a minimum ten ( I 0) mL poly- ethylene vapor barrier and tvvo (2) inches of sand over the barrier. i) On sheet S-3, please adjust the S.O.G to bes·· thick instead of 4". ~iS-e J. i I I ,-y---, ~ ... Y"-(·'••t"'<"• :_~~) " lHK COWC StA.8 0 ). ,RADE W/ 14 ~ 18- 0 C. [A, SH NOT!' 20. /. l ~ I 't')/ I ' • "-',;) ,_, A,.., J-..A. ).,. r ~~ -J -r,.;~,., ';=>=t,n,-.,t• - c) Isolated footings shall be tied with a grade beam. i) On the foundation plan. kindly include a grade beam at the foundation level lo connect the proposed isolated footings. En ure chat a section is provided for the beam, detailing its size and reinforcement. Residential Addition 1061 Buena Vista Way .December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-0 l 8-1048 Page JO Pluns: d) Design shall be based on CBC Table l 806.2 Material Class 5 and using a maximum l ,500 psf bearing capacity and 100 psfpassive resistance. When exposed to sulfates. structural concrete should be based on a soluble sulfate exposure severi ty classification of ··Severe·' in accordance with ACl-318, Table 4.3.1, and consist of 4500 psi, water/cement ratio of 0.45, and Type V I ~ f,· cement for all concrete in contact with soil. Se.e ~ ,S ed\ ,Vq/.c.. ,,_ S-\ & 5-3 ~ (-.-cu • ~ i) On sheet S-l. Please rcvis1: rhc concrete and foundation notes to align ,. ith the requirements memioned above. pb. \I,•>~~ ,1 roo MGS ~ m oc C(.111 •C lt'JH'lt r ,_ -.;,;,.. L 5~_r S2. On sheet S-1, please address the Col lowing: a) Revise the building codcj to reference the 2022 edition of the California Building Standards Code. instead of the 20 l 9. /.t.tLu1 ! e..o\_ b) lnclud<:! the floor dead and live loads in the design criteria. CClllrdinate with the structural calcs. Residential Addition 1061 Buena Vista Way December 2, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-3005 True North No.: 24-018-1048 Page 1 J S3. S4. SS. Hoor Dead Loads: DL "" 12 psf. Floor Live Loads: DL • 40 psf. :l..~ 11«:f\.¢.l(I ~~~ On sheet S-3 foundation plan, please wecifj hold-downs for shear wall at gridline (D) as required per structural calcs. 5 ~ ~!S' ~ .f L-.-- • I I.J l Kindly provide an isolated footing schedule specifying the size and reinforcement of each proposed footing on plan. ,e~ rl cm.. s~ $ -> On foundation plan, please specify the width of the ne, exterior footing. S« CF/ """-->"-3 Kindly Specify on the cover sheet, .. the truss package to be under a deferred submittal'', otherwise provide rhe calculations package for the roof truss system to be revicwcd,__plcasc provide a_£omplete lru~~ ,, calculation package and address the following: ;1/tsft!'.eJ... q,,.... 5-\ ~cw' JJ~,9"-4rtel''"- a) Truss plans shall be submitted to the engineer of record or licensed architect for the overall building for review prior to submittal LO the Building, Division. The engineer of record shal l provide a note on the truss plans or a shop drawing approval stamp stati ng that the truss plans arc in general conformance with the design of the building. The plan submincd tO the Building Division shall contain no red llne revisions or corrections lo the truss package. CRC RI 06.1 b) On the rlan, rkase clearly ~pt•cify/show drag ln::1d, for each drag tru. s c) On the plan. please provide and identify girder trussl!s. x-,e. {h-v'iJ,.eJ... S -lA.. Residential Addition l061 Buena Vista Way December 2, 2024 S7. On sheet S-5. for detai l I: qp City of' Carlsbad-FlRST REVIEW City Permit No.: CBR2024-3005 True No11h No.: 24-018-1 048 Puge 12 a) Please dimension the ernbedment length of the dowels into the existing and new concrete. Dowels shall be a minimum of six (6) inches into the existing concrete and a minimum of24 inches into the new concrete with number three (3) bars at 18 inches on center. each way as per city form B-64 requirements. > <!. e_ ~ls ~ I ~~t-\/S-S ~ ~J;-- "'~"'"f".•-.. • --~ \\J t/.:lJ.,;. IQ I~ ~ ;;,,,;;;. -·-·-----.. -·-" S/ructural Calculations: l t S8. Kindly provide wind analysis for the new shear walls. Check code com binations per ASCE 7-16 Section 2.3 to determine the governing loads. Additional comments may follow . .,)-t!-e /Z,qJ.i'w!! ~ Cq,/Sf S9. Please include th e design and analysi~ of the foundation plan. Additional comments may be generated accordingly. 5 e "(" /2.,. Vt (-.rd--, C-\c 5 If you have any questions regarding the above comments, µleast! com.act Alaa Atassi via email alaa@tncservices.com, or telephone (562) 733-8030. (END] ~ San Mina Engii:ieering, Inc. IMEtalllltG www.sanmmaeng.com ~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!=.I 24310 Moulton Pkwy, Ste. 0 -105, Laguna Hills, CA 92637 December 4, 2024 Phone (949) 446-141 7 & (949) 536-9645 STRUCTURAL ANALYSIS FOR INTEROR REMODEL AND ROOM ADDITION 1061 BUENA VISTA WAY CARLSBAD, CA 92008 SUBJECT San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0 -105, Laguna Hills, CA 92637 Phone (949) 446-1417 & (949) 536-9645 TABLE OF CONTENTS Design criteria and loads ....................... . Seismi c design .. . References ...................................... . L i1nitation .......................................... . Members design .................. . D ecember 4, 2024 PROJECT NO. 24-9932 PAGE San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0 -105, Laguna Hills, CA 92637 Phone (949) 446-141 7 & (949) 536-9645 DESIGN CRITERIA: December 4, 2024 PROJECT NO. 24-9932 DESIGN METHOD: Structural design of elements and connections performed with Allowable Stress Design methodology, except where noted otherwise. The principles of engineering mechanics were used to design flexible diaphragms. Strength Design was used to design concrete elements. The structure addition and interior renovation are designed as self- supporting. Allowable stresses given in 202 1 International Building Code (IBC) tables, Simpson Company Product Literature, and other proprietary product literature that relates to hardware and connectors utilized in gravity, wind, and earthquake resisting systems have been utilized at full tabulated values, unless noted otherwise. Adjustments to design values were made to reflect duration of load, member size, stability, tributary area and restraint at supports. Due to the unavailable information of SOILS REPORT, footing was designed based on 1500 psf per table 1806.2 of CBC . VERTICAL LOADS - Roof Dead Loads: DL = 15 psf. Roof Live Load = 20 psf. Floor Dead Loads: DL = 12 psf. Floor Live Loads: DL = 40 psf. LATERAL LOADS -SEISMIC: Seismic Design Requirements are per the 2003 National Earthquake Hazards Reduction Program Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, also known as (2003 NEHRP Provisions), ASCE 7-16 Minimum Design Loads of Buildings and Other Structures (ASCE 7-16) R= 6.5 for plywood shear wall Seismic load governs due to the weight of the structure and roofing material. WORKMANSHIP & CONSTRUCTION: Workmanship is assumed to be of average to good quality; performed by responsible, properly licensed, and competent personnel. Provisions shall be made for all adjoining construction. Contractor is responsible for all job site conditions during the course of construction of this project including bracing temporary structures, shoring, protecting excavations and safety of all persons on the job site for all partially completed portions of work. REFERENCES: San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0 -105, Laguna Hills, CA 92637 Phone (949) 446-1417 & (949) 536-9645 American Institute of Architects (AJA), Architectural Graphic Standards, 7th Edition December 4, 2024 PROJECT NO. 24-9932 American Institute of Steel Construction (AISC) -Steel Construction Manual, 8th Edition American Institute of Timber Construction (AITC) -Timber Construction Manual, 3rd Edition AITC -117-2004 Standard Specifications for Structural Glued Laminated Timber of Softwood Species American Forest & Paper Association/ American Wood Council, (AFPA/A WC) 2015 National Design Specification for Wood Construction-(NOS) AFPA/A WC, 2015 NOS Supplement -Design Values for Wood Construction American Plywood Association (APA), 1997 Plywood Design Specification American Society of Civil Engineers -ASCE 7-16, Minimum Design Loads of Buildings and Other Structures (ASCE 7-16) Amrhein, J.E., Reinforced Masonry Engineering Handbook, 4th Edition Brater & King, Handbook of Hydraulics, 6th Edition Breyer, D.E., Design of Wood Structures ENERCALC Engineering Software, ENERCALC Structural Engineering Library. version 6.11 .12.12, per www .enercalc.com ENERCALC Engineering Software, RETAIN-PRO 2010 -per www.enercalc.com International Code Council (ICC) -International Building Code, 202 I Edition (202 I IBC or LBC). California Building Code, 2022 Edition (2022 CBC or CBC). National Earthquake Hazards Reduction Program (NEHRP) -NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (2003 NEHRP Provisions). Rice, Hoffman, Gustafson & Gouwens, Structural Design Guide to the AC! Building Code, 3rd Edition Shipp, John, Timber Design, Parts I & II , Structural Engineering License Review otes Structures and Codes Institute, S.K. Ghosh Associates, Inc, CodeMaster-Seismic Design Structures and Codes Institute, S.K. Ghosh Associates, Inc, CodeMaster -Wind Design Structures and Codes Institute, S.K. Ghosh Associates, Inc, CodeMaster-Allowable Stress Design for Masonry Simpson Strong-Tie Company, Wood Construction Connectors 2011-12; Catalog C-2011 and Catalog C-20 I 0 Simpson Strong-Tie Company, Strong-Wall Shearwalls Catalog C-SW09 Simpson Strong-Tie Anchor Systems, Anchoring and Fastening Systems for Concrete and Masonry Catalog SAS-2009. USGS Spectral Response Acceleration Parameter calculator, per http://earthguake.usgs.gov/research/hazmaps/design/ Weyerhauser Company, i-Level Forte Software, version 3.0. San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0-105, Laguna Hills, CA 92637 Phone (949) 446 -1417 & (949) 536-9645 LIMITATION December 4, 2024 PROJECT NO. 24-9932 The analysis and methodology in this report are based on field exploration, investigation, the procedures per CBC 2022 and ASCE7-16 and our understanding of the proposed construction. Our recommendation, field investigation, calculation, structural details, and conclusions are intended solely for the proposed referenced development. Jt is possible that a slight variation between existing site condition herein this Study and the actual development, therefore, should the proposed final condition changed, this report shall be revised by San Mina Engineering so that we may review the situations that exist and make supplementary recommendations as needed. ln addition, our firm should be notified if the scope of the proposed construction, including the location of the proposed building location changes. No other representation, express or implied, and no warranty or guarantee is included or intended by vi11ue of the services performed or reports, opinion, documents or otherwise supplied. San Mina Engineering shall not be responsible for any damage that may be caused due to any site improvement or after the site is developed including but not limited to grading improvement, landscaping improvement, other lot improvement or due to the use of the proposed building, furthermore, any alterations, modifications, or changes to any structural element shall be consulted with San Mina Engineering. Changes in applicable or appropriate standards may also occur whether as a result of litigation, application or the broadening of knowledge, therefore, this report is indicative of only those conditions tested at the time of the subject investigation and the findings of this report may be invalidated fully or partially by changes outside the control of San Mina Engineering. This report is therefore subject to review and should not be relied upon after a period of two years. If this report or portions thereof are provided to contractors or included in specifications, it should be understood by all parties that they are provided for information only and should be used as such. This report was developed and written for Mrs. Dinitto only for the proposed development described herein. Laboratory testing, field investigation and conclusions in this report are intended solely for the proposed referenced development. We are not responsible for technical interpretations made by contractors, others, or exploratory information that has not been described or documented in this report. Should any question arise, please contact. San Mina Engineering @ 24310 Moulton Pkwy Suite 0-105 Laguna Hills, CA. 92637 Tell: 949-446-1417. • 10/17/24; 9:19 PM U.S. Seismic Design Maps USGS web services were dowll for sorrie period af time anti as a result tt11s tool wasn't operattonal, resulting 1n tuneout erro1. USGS web services are n°"•' operational so this tool should work as expec.ted. 1061 Buena Vista Way_Carlsbad 1061 Buena Vista Way, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1686949, -117.3474526 Date Design Code Reference Document Risk Category Site Class Type Value Ss 1.058 s, 0.384 SMs 1.27 SM1 null -See Section 11.4.8 Sos 0.847 So, null -See Section 11.4.8 Type Value SDC null -See Section 11.4.8 F, 1.2 Fv null -See Section 11.4 8 PGA 0.466 • FPGA 1.2 PGAM 0.559 TL 8 SsRT 1.058 SsUH 1.181 SsD 1.5 S1RT 0.384 S1UH 0.423 S1D 0.6 PGAd 0.564 PGAuH 0.466 CRs 0.896 CR1 0.907 Cy 1.312 https://www.seismicmaps.org l'-illerrywood Apartments Q i The Arbors~ Knowles Ave Description 10/1 7/2024. 9:19:46 PM ASCE7-16 D • Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. !for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1 .0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-penod transition period In seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored un~onn-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Unifonn-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration Mapped value of the risk coefficient at short periods Mapped value of the nsk coefficient at a period of 1 s Vertical coefficient OSHPD ~ Buena Vista Elementary School Cynthia Ln KnMap dam ©2024 1/2 5s :-1,0 csS-- >, : o,3y4 ~s = o-f"lfl C o·?lt 7 5 -;:-~ = rJ,/JoJ V "' J-_ C5 x W I , 4 G,r,·d L·vit (E) ~@ ________ .....____....._ ~-~ t ~0 .r 6+-I/,/¢ ti !.f X<--4 x15 --t-45-x -f xn CJ' '-I <:.: \JvA,' f S 7w,.,,r ~ ~ -6 S rt /ftl- lf s. e 5~ w,A,,f --zy fo 6l Cifaoi:J .:c ?4li ,1;/11. V ---~-----, ,..._~ /J.,J--1 "I S ke(,/1' := !!: 7 / ~ 6 J # I .J3.. I /r ;J !Me 5Jwoa wd! rj/«' & } ,lo I J_ 00 w ~ ~ 1-. -I \ l L--~ • I v -r -=------------------------- V-:= o,tt9Cfx4,g--2--::. 0.5~1< , , A A , ·1 r 1. -/v -=--~ , r;f _-1 vvv' > 11,,&t / 6 5 # 1/1-? • ~ KeJUcf!_J lt,IJaCt"f;t f1 = z~_),5-~/40::: rzqf#/~1-'7)!6~1;t:j} ,-~ w_-q,/'? K ~ v ~ o ,t5tf ~i+ rhv,v--,c o / r ~ I Io IF¢. vf.5e Ii> ~ f/OU'-r Cerl-r-~j Be,v¼ \B -I] ~------ 1;c:-i'~~,C"'I'-::L1 -=:J-;---,~=-~'0..!...'~'1_1..L,~r,__I.:__, :i,=-:c,__I,~~~1 ,..,.--t -~ r< q b, L -::: ~ )( IC: I -z... / -= 7 3 -/I=" (j?.t l--lr -:: ~ }( 2. o = 2 '.3 o fl:~ t.. Project Title: Engineer: Project ID: Project Descr: I ASCE 7-16 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 Project File: 1061 _buena vista_cartsbad_013718.EC6 LIC#: KW-06013718, Build:20.24.10.30 San Mina Engieering (c) ENERCALC, LLC 1982-2024 DESCRIPTION: Wind Analysis along Grid line "C" -most critical General Design Values 110.0 mph 10.0 psf Calculations per ASCE 7-16 V : Basic Wind Speed per Sect 26.5-1 or 2 User specified minimum design pressu Occupancy per Table 1.5-1 11 All Buildings and other structures except those listed Exposure Category per 26. 7 Topographic Factor Kzt per 26.8 Main Force Resisting System Valu MRH : Mean Roof Height Roof Rise:Run Ratio Lambda MWFRS: per Figure 26. Design Wind Pressures Horizontal Pressures ... Zone: A 29.16 psf Zone: B -10.00 psf Vertical Pressures ... Zone: E = -27.95 psf Zone: F = -18.27 psf Overhangs ... Zone: Eoh = -39.08 psf Exposure C 1.00 12.0 ft 3:12 1.21 Zone: C Zone: D Zone: G Zone: H = = Zone: Goh = Component & Cladding Values Effective Wind Area of Component & Clad, 10.0 ft"2 Roof pitch for cladding pressu Flat/Hip/Gable Roof LHD : Least Horizontal Dimension ft a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) 3.00 ft Lambda Component & Cladding : per Figuri 1.21 19.36 psf -10.00 psf -19.36 psf -13.92 psf -30.61 psf ASCE 7-16 Section 28.5.4 Minimum Design Wind Loads requires that the load effects of the design wind pressures from Section 28.5.3 shall not be less than a minimum load defined by assuming the pressures, ps , for zones A and C equal to +16 psf, Zones Band D equal to +8 psf, while assuming ps for Zones E, F, G, and Hare equal to O psf. Component & Cladding Design Wind Pres! Design Wind Pressure = Lambda * Kzt * Ps30 pe. Roof Pressures ~ fllit9i!liV!t Overhang Pressures fl!itgi!liY!l Zone 1 10.769 -41 .987 psf Zone 1 -37.994 psf Zone 1' 10.769 -24.079 psf Zone 1' -37.994 psf Zone 2 10.769 -55.297 psf Zone 2 -51 .304 psf Zone 2e *** psf Zone 2e *** psf Zone 2n psf Zone 2n *** psf Zone 2r psf Zone 2r *** psf Zone 3 10.769 -75.383 psi Zone 3 -71 .390 psf Zone 3e *** ... psf Zone 3e *** psf Zone 3r psf Zone 3r *** psf Wall Pressures Wall Zone 4 : 26.378 -28.556 psf '*** : There is no value in Figure 30.4-1 Tabular Values Wall Zone 5: 26.378 -35.211 psf y -)' ---,.I l1F11I\ I\ I\ J ( I ?DA-, C I 'J. ?6 f.SF 0..... :::-O, 1. l o I ., q "1r' -'1Y{ w; A.,~ 9 ('/✓.q ✓ I/'... \A-S-(' <;. , v ,/ '" Project Title: Engineer: Project ID: Project Descr: Wood Beam Project File: 1061 buena vista_car1sbad_013718.EC6 LIC#: KW-06013718, Build:20.24.10.30 DESCRIPTION: B-1 San Mina Engieering (c) ENERCALC, LLC 1982-2024 CODE REFERENCES Calculations per NOS 2018, IBC 2021, SDPWS 2021 Load Combination Set: ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ; ASCE 7-16 Fb + 1350 psi E : Modulus of Elasticity Wood Species Wood Grade Beam Bracing ! Douglas Fir-Larch No.1 Fb - Fe -Prll Fe -Perp Fv Ft Beam is Fully Braced against lateral-torsional buckling D 0.173 Lr 0.23 4x10 Span = 9.0 ft 1350 psi Ebend-xx 1600ksi 925 psi Eminbend -xx 580ksi 625psi 170 psi 675 psi Density 31 .21 pd I ~ 2 -----------___ ,.,. .. ,_, .. ,, .. ____ , Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.1730, Lr= 0.230 , Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb: Actual F'b Load Combination = = 0.49l 1 4x10 998.11 psi 2,025.00psi ........ •••••••••-•~••'"h•h••h•-•- Maximum Shear Stress Ratio Section used for this span fv: Actual F'v Load Combination Location of maximum on span = Span # where maximum occurs = +D+Lr 4.500ft Span# 1 Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.092 in 0 in 0.165 in 0 in Ratio= 1168 >=360 Ratio= 0 <360 Ratio= 655 >=180 Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination fiilax Slress Ral10s Segment Length Span# M V CD CM Ct CLx CE Cfu D Only Length = 9.0 ft 0.301 0.204 0.90 1.00 1.00 1.00 1.200 1.00 +D+Lr 1.00 1.00 1.00 1.200 1.00 Length = 9.0 ft 0.493 0.335 1.25 1.00 1.00 1.00 1.200 1.00 +D+0.750Lr 1.00 1.00 1.00 1.200 1.00 Length = 9.0 ft 1 0.424 0.288 1.25 1.00 1.00 1.00 1.200 1.00 +0.60D 1.00 1.00 1.00 1.200 1.00 Length = 9.0 ft 0.101 0.069 1.60 1.00 1.00 1.00 1.200 1.00 Span: 1 : Lr Only nla Span: 1 : +D+Lr n/a fiilomen! v'alues Ci Cr M fb 1.00 1.00 1.82 438.2 1.00 1.00 1.00 1.00 4.15 998.1 1.00 1.00 1.00 1.00 3.57 858.1 1.00 1.00 1.00 1.00 1.09 262.9 = = = = F'b 0.0 1,458.0 0.0 2,025.0 0.0 2,025.0 0.0 2,592.0 Design OK 0.335 : 1 4x10 71.13 psi 212.50 psi +D+Lr 8.245 ft Span# 1 Sfiear v'alues V fv F'v 0.00 0.0 0.0 0.67 31 .2 153.0 0.00 0.0 0.0 1.54 71 .1 212.5 0.00 0.0 0.0 1.32 61 .2 212.5 0.00 0.0 0.0 0.40 18.7 272.0 Wood Beam UC#: KW-06013718, Build:20.24.10.30 DESCRIPTION: B-1 Overall Maximum Deflections Span Load Combination 1 +D+Lr Vertical Reactions Load Combination Max Upward from all Load Cond,t,ons Max Upward from Load Combinations Max Upward from Load Cases DOnly +D+Lr +D+0.750Lr +0.60D Lr Only Project Title: Engineer: Project ID: Project Descr: Project File: 1061 buena vista_cartsbad:_013718.EC6 San Mina Engieering (c) ENERCALC. LLC 1982-2024 Max. Location Load Combination Max. Location "-" Defl in Span "+" Defl In Span 0.1648 4.533 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 1.845 1.845 1.845 1.845 1.035 1.035 0.810 0.810 1.845 1.845 1.586 1.586 0.486 0.486 1.035 1.035 Project Title: Engineer: Project ID: Project Descr: Wall Footing Project File: 1061 buena vista_carlsbad_013718.EC6 LIC#: KW-06013718, Build:20.24.10.30 San Mina Engieering (c) ENERCALC, LLC 1982-2024 DESCRIPTION: Exterior wall along gris lines A & B Code References Calculations per ACI 318-19, IBC 2021 Load Combinations Used : ASCE 7-16 General Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor AutoCalc Footing Weight as DL : Dimensions Footing Width Wall Thickness Wall center offset from center of footing Applied Loads P : Column Load OB : Overburden V-x M-zz Vx applied 1.3 ft 4.0in Oin D 3.0ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 0.00180 1.0 : 1 1.0 : 1 Yes Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Reference Depth below Surface Allow. Pressure Increase per foot of depth when base footing is below Increases based on footing Width Allow. Pressure Increase per foot of width when footing is wider than Adjusted Allowable Bearing Pressure Reinforcing Footing Thickness 18.0 in Bars along X-X Axis Bar spacing Rebar Centerline to Edge of Concrete ... at Bottom of footing = 3.0 in Reinforcing Bar Size = X Lr L s w E 1.30 0.20 0.20 in above top of footing 1.50 ksf No 100 pcf 0.30 ft ksf ft ksf ft 1.50 ksf H 9.00 # 5 k ksf k k-ft Project Title: Engineer: Project ID: Project Descr: Wall Footing Project File: 1061 buena vista_carlsbad_013718.EC6 UC#: KW-06013718, Build:20.24.10.30 San Mina Engieering (c) ENERCALC, LLC 1982-2024 DESCRIPTION: Exterior wall along gris lines A & B DESIGN SUMMARY -•l=ffit·il•,C--_____ F_a_c-to_r_o_f_S_a_fe_t_y--1-te_m _________ ...,.A_p_p,.,-lie-d-:----------,c=-a-p_a_c:-ity----~Governing Load Combination PASS PASS PASS n/a n/a n/a Utilization Ratio PASS 0.9655 PASS 0.008008 PASS 0.004715 PASS N/A PASS N/A Detailed Results Soil Bearing Rotation Axis & Load Combination .. , D Only +D+L +D+Lr +D+O. 750Lr+O. 750L +D+0.750L +0.60D Overturning Stability Rotation Axis & Load Combination ... Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination ... Footing Has NO Sliding Footing Flexure Overturning -Z-Z 0.0 k-ft 0.0 k-ft No Overturning Sliding -X-X 0.0 k 0.0 k No Sliding Uplift 0.0 k 0.0 k No Uplift Item Soil Bearing Z Flexure (+X) Z Flexure (-X) 1-way Shear (+X) 1-way Shear (-X) Applied 1.448 ksf 0.2174 k-ft 0.1280 k-ft N/A psi N/A psi Gross Allowable 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf Overturning Moment Sliding Force Xecc 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in Capacity Governing Load Combination 1.50 ksf 27.146 k-ft 27.146 k-ft 43.357 psi 43.357 psi +D+O. 750Lr+O. 750L +1 .20D+1 .60Lr+L +0.90D Actual Soil Bearing Stress -X +X 1.218ksf 1.218ksf 1.371 ksf 1.371 ksf 1.371 ksf 1.371 ksf 1.448 ksf 1.448 ksf 1.333 ksf 1.333 ksf 0.7305 ksf 0.7305 ksf Resisting Moment Stab ii ity Ratio N/A N/A Actual/ Allowable Ratio 0.812 0.914 0.914 0.966 0.889 0.487 Units : k-ft Status Resisting Force Sliding SafetyRatio Status Flexure Axis & Load Combination Mu Which Tension @ Bot. As Req'd Gvrn. As k-ft Side? or Top? in"2 in"2 Actual As Phi•Mn in"2 k-ft Status +1.40D +1.40D +1.20D+0.50Lr+1 .60L +1.20D+0.50Lr+1 .60L +1 .20D+1.60L +1 .20D+1.60L +1 .20D+1 .60Lr+L +1 .20D+1 .60Lr+L +1 .20D+1.60Lr +1 .20D+1.60Lr +1 .20D+L +1 .20D+L +1 .20D +1 .20D +1 .20D+0.50Lr+L +1.20D+0.50Lr+L +0.90D +0.90D One Way Shear Load Combination ... +1.40D +1 .20D+0.50Lr+1 .60L +1 .20D+1 .60L +1 .20D+1 .60Lr+L +1 .20D+1 .60Lr 0.1991 0.1991 0.2084 0.2084 0.1994 0.1994 0.2174 0.2174 0.1994 0.1994 0.1886 0.1886 0.1707 0.1707 0.1976 0.1976 0.128 0.128 vu@-X O.Opsi O.Opsi O.Opsi O.Opsi O.Opsi -X Bottom +X Bottom -X Bottom +X Bottom -X Bottom +X Bottom -X Bottom +X Bottom -X Bottom +X Bottom -X Bottom +X Bottom -X Bottom +X Bottom -X Bottom +X Bottom -X Bottom +X Bottom vu@+X O.Opsi O.Opsi O.Opsi O.Opsi O.Opsi 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp% 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK 0.3888 Min Temp % 0.4133 27.146 OK Units :k vu:Max Cl> vn vu / Cl> vn Status 0.0 psi 43.4 psi 0.000 OK 0.0 psi 43.4 psi 0.000 OK 0.0 psi 43.4 psi 0.000 OK 0.0 psi 43.4 psi 0.000 OK 0.0 psi 43.4 psi 0.000 OK Project Title: Engineer: Project ID: Project Descr: Wall Footing LIC#: KW-06013718, Build:20.24.10.30 San Mina Engieering DESCRIPTION: Exterior wall along gris. lines A & B One Way Shear Load Combination ... +1.20D+L +1 .20D +1 .20D+0.50Lr+L +0.90D vu@-X vu@+X 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi O.Opsi O.Opsi vu:Max 0.0 psi 0.0 psi 0.0 psi 0.0 psi Project File: 1061 buena vista_carlsbad_013718.EC6 <I> vn 43.4 psi 43.4 psi 43.4 psi 43.4 psi (c) ENERCALC, LLC 1982-2024 vu/¢,vn 0.000 0.000 0.000 0.000 Units : k Status OK OK OK OK San Mina Engineering, Inc. November 13, 2024 www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0 -105, Laguna Hills, CA 92637 Phone (949) 446-1416 & (949) 536-9645 PROJECT NO. 24-9932 STRUCTURAL ANALYSIS FOR INTEROR REMODEL AND ROOM ADDITION 1061 BUENA VISTA WAY CARLSBAD, CA 92008 CBR2024-3005 1061 BUENA VISTA WAY AfilliliQn: DINITTO : 383 SF MASTER BEDROOM ANO LAUNDRY ROOM ADDITION 1552511600 11/15/2024 CBR2024-3005 ~ San Mina Engineering, Inc. IMENP□lll; www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0 -105, Laguna Hills, CA 92637 Phone (949) 446-1416 & (949) 536-9645 TABLE OF CONTENTS SUBJECT Design criteria and loads ....................... . Seismic design .. . References ...................................... . Limitation .......................................... . Members design .................. . November13,2024 PROJECT NO. 24-9932 PAGE San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0-105, Laguna Hills, CA 92637 Phone (949) 446-1416 & (949) 536-9645 DESIGN CRITERIA: November 13, 2024 PROJECT NO. 24-9932 DESIGN METHOD: Structural design of elements and connections performed with Allowable Stress Design methodology, except where noted otherwise. The principles of engineering mechanics were used to design flexible diaphragms. Strength Design was used to design concrete elements. The structure addition and interior renovation are designed as self- supporting. Allowable stresses given in 2021 International Building Code (IBC) tables, Simpson Company Product Literature, and other proprietary product literature that relates to hardware and connectors utilized in gravity, wind, and earthquake resisting systems have been utilized at full tabulated values, unless noted otherwise. Adjustments to design values were made to reflect duration ofload, member size, stability, tributary area and restraint at supports. Due to the unavailable information of SOILS REPORT, footing was designed based on 1500 psf per table 1806.2 of CBC . VERTICAL LOADS - Roof Dead Loads: DL = 15 psf. Roof Live Load = 20 psf. Floor Dead Loads: DL = 12 psf. Floor Live Loads: DL = 40 psf. LATERAL LOADS -SEISMIC: Seismic Design Requirements are per the 2003 National Earthquake Hazards Reduction Program Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, also known as (2003 NEHRP Provisions), ASCE 7-16 Minimum Design Loads of Buildings and Other Structures (ASCE 7-16) R= 6.5 for plywood shear wall Seismic load governs due to the weight of the structure and roofing material. WORKMANSHIP & CONSTRUCTION: Workmanship is assumed to be of average to good quality; performed by responsible, properly licensed, and competent personnel. Provisions shall be made for all adjoining construction. Contractor is responsible for all job site conditions during the course of construction of this project including bracing temporary structures, shoring, protecting excavations and safety of all persons on the job site for all partially completed portions of work. REFERENCES: San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0 -105, Laguna Hills, CA 92637 Phone (949) 446-1416 & (9 49) 536-9645 American [nstitute of Architects (AIA), Architectural Graphic Standards, 711t Edition November13,2024 PROJECT NO. 24-9932 American Institute of Steel Construction (AISC) -Steel Construction Manual, 8th Edition American Institute of Timber Construction (AITC) -Timber Construction Manual, 3rd Edition AITC -117-2004 Standard Specifications for Structural Glued Laminated Timber of Softwood Species American Forest & Paper Association/ American Wood Council, (AFPA/A WC) 20 15 National Design Specification for Wood Construction-(NOS) AFPA/ A WC, 2015 NOS Supplement -Design Values for Wood Construction American Plywood Association (APA), 1997 Plywood Design Specification American Society of Civil Engineers -ASCE 7-16. Minimum Design Loads of Buildings and Other Structures {ASCE 7-16) Amrhein, J.E., Reinforced Masonry Engineering Handbook, 411t Edition Brater & King, Handbook of Hydraulics, 6th Edition Breyer, D.E., Design of Wood Structures ENERCALC Engineering Software, ENERCALC Structural Engineering Library. version 6.11.12.12, per www .enercalc.com ENERCALC Engineering Software, RETAIN-PRO 2010 -per www.enercalc.com International Code Council (ICC) -International Building Code. 202 1 Ed ition (2021 IBC or IBC). California Building Code. 2022 Edition (2022 CBC or CBC). National Earthquake Hazards Reduction Program (NEHRP) -NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (2003 NEHRP Provisions). Rice, Hoffman, Gustafson & Gouwens, Structural Design Guide to the ACI Building Code. 3rd Edition Shipp, John, Timber Design, Parts I & rr, Structural Engineering License Review Notes Structures and Codes Institute, S.K. Ghosh Associates, Lnc, CodeMaster -Seismic Desi_gn Structures and Codes Institute, S.K. Ghosh Associates, Inc, CodeMaster -Wind Design Structures and Codes Institute, S.K. Ghosh Associates, fnc, CodeMaster -Allowable Stress Design for Masonry Simpson Strong-Tie Company, Wood Construction Connectors 2011-12; Catalog C-2011 and Catalog C-20 I 0 Simpson Strong-Tie Company, Strong-Wall Shearwalls Catalog C-SW09 Simpson Strong-Tie Anchor Systems, Anchoring and Fastening Systems for Concrete and Masonry Catalog SAS-2009. USGS Spectral Response Acceleration Parameter calculator, per http://earthguake.usgs.gov/research/hazmaps/design/ Weyerhauser Company, i-Level Forte Software, version 3.0. San Mina Engineering, Inc. www .sanminaeng.com 24310 Moulton Pkwy, Ste. 0 -105, Laguna Hills, CA 92637 Phone (949) 446-1416 & (949) 536-9645 LIMITATION November13,2024 PROJECT NO. 24-9932 The analysis and methodology in this report are based on field exploration, investigation, the procedures per CBC 2022 and ASCE7-l 6 and our understanding of the proposed construction. Our recommendation, field investigation, calculation, structural details, and conclusions are intended solely for the proposed referenced development. It is possible that a slight variation between existing site condition herein this Study and the actual development, therefore, should the proposed final condition changed, this report shall be revised by San Mina Engineering so that we may review the situations that exist and make supplementary recommendations as needed. In addition, our firm should be notified if the scope of the proposed construction, including the location of the proposed building location changes. No other representation, express or implied, and no warranty or guarantee is included or intended by virtue of the services performed or reports, opinion, documents or otherwise supplied. San Mina Engineering shall not be responsible for any damage that may be caused due to any site improvement or after the site is developed including but not limited to grading improvement, landscaping improvement, other lot improvement or due to the use of the proposed building, furthermore, any alterations, modifications, or changes to any structural element shall be consulted with San Mina Engineering. Changes in applicable or appropriate standards may also occur whether as a result of litigation, application or the broadening of knowledge, therefore, this report is indicative of only those conditions tested at the time of the subject investigation and the findings of this report may be invalidated fully or partially by changes outside the control of San Mina Engineering. This report is therefore subject to review and should not be relied upon after a period of two years. If this report or portions thereof are provided to contractors or included in specifications, it should be understood by all parties that they are provided for information only and should be used as such. This report was developed and written for Mrs. Dinitto only for the proposed development described herein. Laboratory testing, field investigation and conclusions in this report are intended solely for the proposed referenced development. We are not responsible for technical interpretations made by contractors, others, or exploratory information that has not been described or documented in this report. Should any question arise, please contact. San Mina Engineering @ 24310 Moulton Pkwy Suite 0-105 Laguna Hills, CA. 92637 Tell: 949-446-1417. 10/17/24, 9:19 PM U.S. Seismic Design Maps USGS web services were down for some penod of time and as a result his tool wasn t operational resulting 10 t,meour error USGS web services are now operational so thrs tool should work as expected 1061 Buena Vista Way_Carlsbad 1061 Buena Vista Way, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1686949, -117.3474526 Go gle Date Design Code Reference Document Risk Category SIie Class Type Value Ss 1.058 S1 0.384 SMs 1.27 SMl null -See Section 11.4.8 Sos 0.847 So, null -See Section 11.4.8 Type Value SDC null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.466 FPGA 1.2 PGAM 0.559 TL 8 SsRT 1.058 SsUH 1.181 SsD 1.5 S1RT 0.384 S1UH 0.423 S1D 0.6 PGAd 0.564 PGAuH 0.466 CRs 0.896 CR, 0.907 Cv 1.312 https://www.seismicmaps.org Merrywood Apartments 0 --~= The Arbors Q Knowles Ave 10/1712024, 9:19:46 PM ASCE7-16 D -Default (See Section 11 .4.3) Description Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Sile-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification ractor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored un~orm-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. ( 1 .0 second} Factored unform-hazard (2% probabilify of exceedance in 50 years) spectral acceleration. Factored delerministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Uniform-hazard (2% probability of exceedance In 50 years} Peak Ground Acceleration Mapped value or the risk coefficient at short periods Mapped value or the risk coefficient at a period of 1 s Vertical coefficient OSHPD 0 Buena Vista Elementary School Cynthia Ln Kn Map .data @2024 1/2 ~ : f,o cstf- >, : 0,3¥"4 ~s = o-Ylf 7 o -f4 7 c.,'"" /!_ V-== t\ -:_ C5 xW I, 4 0' LI ':i Vv.A ,· + s h,e~ r---== 6 ,a, = 6 s #lf!J- Us. e 5~ wwf.1 o/ ,Pe ill. r(lrac, 6.:;; ?lttJ ,1//L T~ \Ix~ t?,l1 tf r r o,S2vz -- /·1 -/:q - u~e HDU. '-I 6.) P/"I t Pt/1..i!'l T \/ ::: 0' (I~ q X t.+, 0Cc ::-0 I ~ g, K ·/_ ,J />/ o, 'iE- (A 11/ IT ) MfY r =-/ W r { ::: JC/ j/--/ /i u 5 e Jh-e,Y r Wa / I tj ?e ~ &f tll /11 ::: ? 4 t1 fFf./-1- ,..._, ~ j,i /.Ji .... --..... lA S -f fl I) 1/1 u V := O, /{ 9Cf x 4 ,~2. -::: o. 5f-K (),v. I l >h&VY-=--Cl '> f = lb 'i # 1/1 ? ~ r /( eb c ccf {o/10c Ci I-J f1 ::o 2. :__ 3, 5-,x )4 o :: '2 q f #,1/;f // /6 S ll!=(I ~ W _:-4,y-'2 K ~ V"" o -t;tf (~i+ ~~~ c> -sf--// C) ~IJJ/ 7· 3 -~tr+- 115e ~ ~ f/OUl.f ------------- STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER -$) PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER .1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY TH~ITY OF CARLSBAD. l::l M.Q ~ \ \1'~ \JI lJ f ~ OWNER(S)/O~GENT NAME (PRINT) OWNER(S)/OWNER'S AGE~IGNAlURE) O \~A~?). l f) E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water BMPs Control BMPs Management BMPs C: c:: C: 0 ..... 0 0 :;:; C: "'O :;:; :;:; 0, 0 Q) (/) C: u u C: O"l E ..., 0 c:: :J ::, 0 '6 'i: C.' 0 E ..... L. L. ::::i!: "'O (/) O"l L. ~ ..., ..... :;:; c:: L. ·s O"l C: Q) L. £ (ll C: (/) (/) (/) ~ ·;: '-O" C. Q) C: .... Best Management Practice* ~ £ Oc, 0 ·;: c:: (/) L. <.!) w rn Q.. L. 0 Q) 0 Q,) ..c: (/) 3: (/) L. Q) 0 -~ u L. u Q) ..... (/) Q) (/) C: I-E O"l Q) O"l cc 0, (/) "'O (/) ~ "'O (BMP) Description ➔ u -~ Q) ~ 0 C: C: C: (ll -~ Q) ..... 0 0 3: C: ,._ 0 ]~ "'O >, C: C: ::, u 0 0 (/) 0 :;:; C: □ cc (/) ·-Cl' □:;:; 0 0 0, ::::i!: □ 0, □ C: ...., E ~o u Q,) X Q) 0::: 0 N <ll u 01+:i Q,) Q) C: Q,) E g (ll 0 (ll L,_ E .>£ Q) Q,)::, .0 == (/) == 3: 1..:..•-C: C .0 u·c ..... "'O ..c: C: u L. "'O ·-(ll ·-"'O 20 0 ..., __ a. '6 Q) > Q,)::, ,._ ..... .0 L. .0 0 ·-,._ 0 ·-0 0 ,._ 0 ..... (ll 0 L. u C: 0 0 0 0, ~~ ..... ..c: (ll (ll ~ 0 L. 0 (ll .c .0 ,._ ..... 0 0 ..... ,._ .Bo 00 0 en c: ;:ct (ll_ <.!) WO vi en (/) u Li: <.!) VJ> (/) (/) 0... C/') 0:: a.o 0... >U CASQA Designation ➔ ,-.... CX) O> ~ l"1 -.:t-I{') ,-.... 0 N l"1 ,-.... (X) i ~ tO co ~ ~ ~ I I I I I I I I I I I I I I I I I u u u u w w w w w w w w g: g: (/) (/) (/) (/) Construction Activity w w w w (/) (/) (/) (/) (/) (/) (/) (/) z z z z Gradinq/Soil Disturbance X • Trenchina 7Excavation X '"X Stockoilina Drill in a /Borina ·x Concrete/Asohalt Sawcuttino X X Concrete Flatwork· >< Pavino Conduit/Pioe Installation ~· Stucco/Mortar Work IX Waste Disposal Staoino7Lav Down Area Eauioment Maintenance and Fuelino , Hazardous Substance Use/Storaqe Dewaterinq Site Access Across Dirt Other (Hst ): Instructions: 1. Check the box to the left of all applicable construction activity ( first column) expected to occur during construction. Waste Management and Materials Pollution Control BMPs ..... C: "'O Q) C: "'O 0 E C: 0 (ll Q) >, 0, ..... L. 0 C: (/) Q) 0 > C: 0 :;:; ~ ..... Q) 0 ..... Q) (/) ::::i!: C: Q,) C: C: □ ::, Q) ..... Q) rn Ql > gJ E Q) ::i E Q) ~~ -0 Q) 0 ,.__ ;: Q) C. a. 0 ~ 0, L. 0 ·;:: .>£ L 0, Q) "'O 0 co Q) L. u ..... ..... 0 ..., 0 = C: ·-C: N C: o..., 0 ..... C. 0 oo O 0 :::: (/) ::iE (/) VJU (/) ::::i!: :r::::::E ~ N l"1 v I{') tO I I I I I I ::iE i ::iE ::::i!: ::::i!: ::::i!: ;: ;: 3: ;: 3: ~ _:::>", ~ 2. Located along the top of the BMP Table is a list of BM P's with it's· corresponding California Storm water Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PROJECT INFORMATION Site Address: \ 0 b \ (~ \) ,V)k \)J,l'A.,v Q) ..., (/) 0-+-' ;: C: Q,) Q) E ..., Q) Q) Cl' bo C: C: 0 0 U::::i!: CX) I ::::i!: 3: ~~ --I / Assessor's Parcel Number: • I 6h -(. h j -\ t -OL) Page 1 of 1 Emergency Contact: l½ _ A-f Name: f JW::v'.\,. , ~-• 24 Hour Phone: 9' y °' -) t Lr -6 {) 't L ' Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM O LOW REV 11/17 ( City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov PURPOSE This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application . The Carlsbad Municipal Code (CMC) can be referenced during completion of this document. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool The B-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to the California Building Standards Code have imposed newer performance standards on building permit applications. Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard, which may exceed the CAP consistency checklist requirements Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. Project Name/Building Permit No.: Buena Vista Way Addition BP No.: Date: Property Address/APN: 155-251-16-00 Applicant Name/Co.: George Gilli Applicant Address: 2035 Broadaway Contact Phone: 619 306-2289 Contact Email: geogilli@yahoo.com Contact information of person completing this checklist (if different than above): Name: Company name/address: B-50 Pag, CBR2024-3005 1061 BUENA VISTA WAY ArufiliQn: DINITTO: 383 SF MASTER BEDROOM AND LAU DRY ROOM ADDITION 1552511600 11/15/2024 CBR2024-3005 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either the actual contract price for the work to be permitted or shall be determined with the use of the current "ICC Building Valuation Data" as published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC). Building Permit Valuation (BPV) $breakdown ___________ _ Construction Type Complete Sectlon(s) Notes: [j] Residential □ New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU □ Additions and alterations: □ BPV < $60,000 N/A All residential additions and alterations Ill BPV 2: $60,000 1A,4A 1-2 family dwellings and townhouses with attached garages □ Electrical service panel upgrade only only. *Multi-family dwellings only where interior finishes are □ BPV 2: $200,000 1A, 4A* removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 28* *Multi-family dwellings only where 2:$1 ,000,000 BPV AND BPV ~ $1,000,000 affecting 2:75% existing floor area D Nonresidential and hotels/motels □ New construction 1 B, 28, 38, 48 and 5 □ Alterations: □ BPV ~ $200,000 or additions 2: 18, 5 1,000 square feet □ BPV 2: $1 ,000,000 18, 28, 5 Building alterations of 2: 75% existing gross floor area 2: 2,000 sq. ft. new roof addition 28,5 1 B also applies if BPV 2: $200,000 Instructions: 1. Choose first between residential or non-residential based on the type of project being submitted. 2. Next chose between new construction or addition/alteration for residential or non-residential. 3. The columns to the right of your selection will determine which sections of the CAP program are applicable to your project. 4. Appropriate details must be included on the plans for selections made. EXAMPLE: Scope of work includes a new, 2 story, single family residential structure. I The selections would be: Residential and New construction in the table above. For a 2-story structure, CAP sections 2A, 3A and 4A would be applicable. (Solar PV, water heating , EV charg ing) The* indicates that new detached ADU's are included. EXAMPLE: Scope of work includes a tenant improvement (i.e., alterations) valued at over one million dollars. The selections would be: Non-residential and Alteration BPV 2: $1 ,000,000. CAP sections 1 B, 2B and 5 would be applicable to this project. (Energy efficiency, Solar PV and Transportation Demand Management (TOM)*) It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. 3 • ~. -. •, -.., • ~1, -,'!':-,-,•; ~-.#~":, ~ ! . , .. -,.,,.r, -t.' ·_ •• I' "'' ~; ' ' ' • ' • ~ ~ : ~ . Checklist Item Check the appropriate boxes, expllin al not applicable clld exception items, and provide supporting calculations clld documentation as necessary. 1. Energy Efficiency Please refer to Section 18.30.060 of the Carlsbad Municipal Code (CMC) and Section 150.2 of the CEC for more information . Appropriate details and notes must be placed on the plans according to selections chosen in the design . A. [j] Residential addition or alteration=:?: $60,000 building permit valuation. Details of selection chosen below must be placed on the plans referencing CMC 18.30.060. D N/A _________ _ D Exception: Home energy score ~7 (attach certification) Year Built Single-family Requirements Multi-family Requirements I!!! Before 1978 Select one option : !!!I Duct sealing □ Attic insulation □Cool roof D Attic insulation D 1978 and later Select one option: D Lighting package □ Water heating package D Between1978 -1991 Select one option: □ Duct sealing □ Attic insulation □ Cool roof D 1992 and later Select one option: □ Lighting package □ Water-heating package B. 0 New Nonresidential construction (including additions over 1,000sf), new hotel/motel construction AND alterations =:?: $200,000 building permit valuation. See Section 18.21 .050 of the CMC and CALGreen Appendix AS. At least one measure from each applicable building component required. □ N/A --------- AS.203.1 .1 Choose one: □ Outdoor lighting □ Restaurant service water heating (Section 140.5 of the CEC) □ Warehouse dock seal doors □ Daylight design PAFs □ Exhaust air heat recovery □ N/A ---------- AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energy budget (Projects with indoor lighting AND mechanical) □ NIA ---------- AS.211.1 ** □ On-site renewable energy: □ N/A _______ _ AS.211.3** D Green power: (If offered by local utility provider, 50% minimum renewable sources) 0 N/A AS.212.1 D Elevators and escalators:(Project with more than one elevator or two escalators) □ N/A AS.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen) □ N/A. ________ _ * High-rise residential buildings are 4 or more stories. ** For alterations;:: $1 ,000,000BPV and affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition: comply with Section 18.030.040 of the CMC (section 28 below) instead. 4 • 2. Photovoltaic Systems A. 0 Residential new construction. Refer to Section 150.1 (c)14 of the CEC for single-family requirements and Section 170.2(d) of the CEC for multi-family requirements. If project includes installation of an electric heat pump water heater pursuant to CAP section 3 below (residential water heating), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA orSARA #d .u. Calculated kWdc* Exception sheets if necessary) □ D □ □ Total System Size: kWdc kWdc = (CFAx.572) / 1,000 + (1 .15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. B. □ Nonresidential, hotel/motel and multifamily additions, alterations and repairs of these projects ~$1,000,000 BPV AND affecting ~75% existing floor area, OR addition that increases roof area by ~2,000 square feet. Please refer to Section 18.30.040 and 18.30.070 of the CMC when completing this section. Choose one of the following methods: (Gross floor area or Time-Dependent Valuation method) D Gross Floor Area (GFA)Method GFA: Min.System Size: kWd □If< 10,000s.f. Enter: 5 kWdc □ If;;:: 10,000s.f. calculate: 15 kWdc x (GFA/10,000) ** **Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method C. 0 AnnualTDVEnergyuse:*** ______ .x .80= Min. system size: _____ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. *All newly constructed non residential, hoteVmotel and highrise multifamily buildings that are required by CEC section 140.10(a) to have a PV system shall also have a battery storage system meeting CEC section 140.10(b). Non residential, hoteVmotel and multifamily additions, alterations or repairs that trigger solar due to the Carlsbad Climate Action Plan will NOT require battery storage. Battery storage Is required when biggered by CEC section 140.10(a) and/or 170.2(g). 5 3. Water Heatin A. Residential. Refer to Section 18.30.050 of the CMC and Sections 150.1 (c)8 or 170.2(d) of the CEC when completing this section. Provide complete details on the plans. Residential new construction and alterations: □ Required: 60% of energy needed for service water heating from on-site solar or recovered energy. For systems serving individual units, choose one system: □ Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required. □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher. □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Gas or propane system with a solar water hearing system and recirculation system. For systems serving multiple units, choose one system: □ Heat pump water heating system with recirculation loop tank and electric backup. □ Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recover OR: □ System meets performance compliance requirements of section 150.1(d) or 170.2(d) and deriving at least 60% of energy from on-site solar or recovered energy. □ Exception: _____________________________________ _ B. Nonresidential and hotel/motel new construction. This section also applies to high-rise residential. Refer to Sections 18.030.020 and 18.040.030 of the CMC and Sections 140.5 and 170.2 of the CEC when completing this section. Provide complete details on the plans. 1. Non-residential: □ Required: Water heating system derives at least 40% of its energy from one of the following: □ Solar-thermal □ Photovoltaics □ Recovered energy □ Required: High-capacity service water heating system 2. Water heating system is (choose one): 0 Heat pump water heater □ Electric resistance water heater(s) □ Solar water heating system with .40 solar savings fraction 3. Hotel/motel: □ Required: High-capacity service water heating system (meeting Section 170.2(d) of the CEC) □ Required: Located in garage or conditioned space Exception : 6 4. Electric Vehicle Charging A [i] Residential • New construction and major alterations.* This section also applies to hotel/motel projects. Refer to Section 18.21.030 of the CMC and Section 4.106.4 of the GBSC when completing this section. Choose one: "' One and two-family residential dwelling alterations with attached private garage. (not required if a panel upgrade would be needed) □ New detached ADU. (no EV space required when no additional parking facilities are added) □ New one and two-family residential dwellings and townhouse with attached private garage. □ One EV Ready parking space required □ Exception : __________ _ □ New and major alterations to multi-family and hotel/motel projects: □ Exception: ________________ _ Total Parking Spaces Proposed EVSE Spaces EV Capable (10% of total) I EV Ready (25% of Total) I EV charoers (5% of Total) I I *Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage , alterations have a building permit valuation ~$60,000 or include an electrical service panel upgrade. (2) for multifamily dwellings (three units or more without attached garages), alterations have ab uilding permit valuation ~ $200,000, i nteriorfinishes a re removed and significant site work and upgrades to structural and mechanical, electrical, a nd/orp lumbing systems are proposed. B. D Non-Residential -New construction □ Exception : ____________ _ Please refer to Section 18.21 .040 of the CMC when completing this section Total Parking Spaces Proposed EV Capable I EVCS (Installed with EVSE) I EV Ready (optional) I EV Space (optional) I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS (Installed wtth EVSE) D 0-9 1 1 □ 10-25 4 1 □ 2fr50 8 2 □ 51-75 13 3 □ 7fr100 17 5 □ 101-150 25 6 □ 151-200 35 9 □ 201 andover 20 percent of total 25 percent of Required EV Spaces Calculations: Total EV Capable spaces= .20 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .25 (rounded up to nearest whole number) EVSEothermaybe "EV Ready" or "EV Space" 7 5. D Transportation Demand Management (TDM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether your permit requires a TDM plan. If TDM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use Office (all)2 Restaurant Retaib Industrial Manufacturing Warehousing EmpADTfor first 1,000 s.f. 20 11 8 4 4 4 EmpADTI 1000 s.f.1 13 11 4.5 3.5 3 1 1 Unless otherwise noted, rates estimated from !TE Trip Generation Manual, 10thEdition 2 For all office uses, use SAN DAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration sample caicylatjons; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature: ___________ _ Name: George Gilli Date: _______________ _ Phone No.: _____________ _ 8